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Safety Forecast for Low-Hazard Earth Dams Beyound their Standard Service Life

  • HYDROTECHNICAL CONSTRUCTION
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Power Technology and Engineering Aims and scope

More than 95% of hydrotechnical facilities (HFs) are part of a reclamation and water management complex. In most cases, their pressure front is formed by dams made of class IV soil materials, classified as low-hazard HFs with a standard service life of 50 years. After the economic crisis at the end of the last century, a large part of small HFs became abandoned or passed into the ownership of organizations having no qualified specialists in hydraulic engineering or maintenance services. The majority of such owners lack funds for maintenance and repair of these structures, including diagnostics of their technical condition. A significant part of these dams has reached or exceeded their standard service life. In this work, we carry out a probabilistic forecast of the safety level of earth dams that were commissioned during the period of intensive reclamation works. The forecast interval exceeds the period of standard service life. The research basis included the data obtained during expert estimation of the safety level of more than 1.5 thousand homogeneous low-hazard earth dams situated in the Moscow region. The research methodology involved the system theory of reliability and the theory of stochastic processes.

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References

  1. I. Vaníèek, M. Vaníèek, D. Jirásko, and Pecival T., “Experiences from the small historical dams failures during heavy floods,” IOP Conf. Series: Earth and Environ. Sci., 26(1), 012042 (2015). https://doi.org/10.1088/1755-1315/26/1/012042

  2. F. Escolano-Sanchez and R. Fernandez-Serrano, “Hazards caused by uncontrolled vegetation and inadequate maintenance practice in earth dams,” Technol. Cienc. Agua, 6(6), 137 – 144 (2015).

    Google Scholar 

  3. Y. M. Akhmetov, K. M. Assemov, and M. O. Zhumataeva, “Research of accidents of hydraulic structures and safety control methods,” Bull. Tomsk Polytechn. Univ. Geo Assets Eng., 331(4), 70 – 82 (2020). https://doi.org/10.18799/24131830/2020/4/2595

  4. P. G. Schweiger, D. M. Temple, D. McCook, and A. J. Hess, “A look at earth spillway design and evaluation after more than 50 years of experience,” in: Proc. Association of State Dam Safety Officials Annu. Conf.Dam Safety,” 2, 761 – 777 (2008).

  5. F. Vahedifard, K. Madani, A. AghaKouchak, and S. K. Thota, “Preparing for proactive dam removal decisions,” Science, 369(6500), 150 (2020). https://doi.org/10.1126/science.abc9953

    Article  Google Scholar 

  6. S.-M. Jun, M.-S. Kang, S. Hwang, J. Park, and J.-H. Song, “Flood vulnerability assessment for prioritizing and evaluating rehabilitation of ungauged reservoirs considering climate change,” Water, 12(7), 1901 (2020). https://doi.org/10.3390/w12071901

    Article  Google Scholar 

  7. C. Wang, M. Beer, and B. M. Ayyub, “Time-dependent reliability of aging structures: overview of assessment methods,” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A. Civil Eng., 7(4), 03121003 (2021). https://doi.org/10.1061/ajrua6.0001176

  8. C. Wang, “A stochastic process model for resistance deterioration of aging bridges,” Adv. Bridge Eng., 1, 3 (2020). https://doi.org/10.1186/s43251-020-00003-w

    Article  Google Scholar 

  9. Y. Xu and L. Zhang, “Breaching parameters for earth and rock-fill dams,” J. Geotechn. Geoenviron. Eng., 135(12), 1957 – 1970 (2009). https://doi.org/10.1061/(ASCE)GT.1943-5606.0000162

    Article  Google Scholar 

  10. E. Vanmarcke, “Multi-hazard risk assessment of civil infrastructure systems with a focus on long linear structures such as levees,” in: Proc. Int. Conf. on Sustainable Development of Critical Infrastructure (2014), pp. 37 – 56. https://doi.org/10.1061/9780784413470.003

  11. H. Kreuzer and P. Léger, “The adjustable factor of safety: a reliability-based approach to assess the factor of safety for concrete dams,” Int. J. Hydropower Dams, 1, 85 – 88 (2013).

    Google Scholar 

  12. B. Juliastuti, C. Thoyibahri, O. Cahyono, and O. Setyandito, “Qualitative assessment of deterioration embankment dam using index condition and annual probability of failure (APF) using event tree method,” IOP Conf. Ser. Earth Environ. Sci., 794(1), 012060 (2021)

    Article  Google Scholar 

  13. V. I. Volkov, V. L. Snezhko, and D. V. Kozlov, “Forecast of the safety level of low-pressure and ownerless hydraulic structures,” Gidrotekhn. Stroit., No. 11, 35 – 41 (2018).

  14. T. Morimura, T. Osogami, and T. Idé, “Solving inverse problem of Markov chain with partial observations,” NIPS, August, 1655 – 1663 (2013).

  15. S.-K. Au and J. L. Beck, “Estimation of small failure probabilities in high dimensions by subset simulation,” Probabil. Eng. Mech., 16(4), 263 – 277 (2001). https://doi.org/10.1016/S0266-8920(01)00019-4

    Article  Google Scholar 

  16. T. C. Lee, G. G. Judge, and A. Zellner, Estimating the Parameters of the Markov Probability Model From Aggregate Time Series Data, North-Holland, Amsterdam – London (1970).

  17. A. Tesselkin and V. Khabarov, “Estimation of origin-destination matrices based on Markov chains,” Proc. Eng., 178, 107 – 116 (2017). https://doi.org/10.1016/j.proeng.2017.01.071

    Article  Google Scholar 

  18. G. Frigerio Porta, M. Bebbington, X. Xiao, and G. Jones, “Bayesian lifetime analysis for landslide dams,” Landslides, 17, 1835 – 1848 (2020). https://doi.org/10.1007/s10346-020-01388-5

  19. J. Neyman, “Contribution to the theory of the χ2 test,” in: First Proc. Berkley Symposium in Math. Stat and Prob., University of California Press, Berkeley (1949), p. 239.

    Google Scholar 

  20. F. Pardo-Bosch and A. Aguado, “Investment priorities for the management of hydraulic structures,” Struct. Infrastruct. Eng., 11(10), 1338 – 1351 (2015). https://doi.org/10.1080/15732479.2014.964267

    Article  Google Scholar 

  21. D. V. Kozlov, “Modern aspects of state regulation of hydraulic structures safety,” Prirodoobustroistvo, 3, 45 – 51 (2016).

    Google Scholar 

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Correspondence to D. V. Kozlov.

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 9, September 2022, pp. 2 – 9. DOI: https://doi.org/10.34831/EP.2022.70.69.001

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Kozlov, D.V., Snezhko, V.L. & Simonovich, O.S. Safety Forecast for Low-Hazard Earth Dams Beyound their Standard Service Life. Power Technol Eng 56, 795–800 (2023). https://doi.org/10.1007/s10749-023-01589-7

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  • DOI: https://doi.org/10.1007/s10749-023-01589-7

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